In this paper, a six-node triangular C plate bending element is developed by the assumed strain formulation. The sampled transverse shear strains in the element are chosen such that the latter has a favourable constraint index of shear locking and the strains are optimized with respect to a linear p
โฆ LIBER โฆ
A fast algorithm for triangular plate bending element
โ Scribed by K. T. Joseph; K. Singa Rao
- Publisher
- John Wiley and Sons
- Year
- 1979
- Tongue
- English
- Weight
- 160 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
โฆ Synopsis
This communication presents a simple algorithm to compute the stiffness matrix for a triangular plate bending element, without numerical integration. This brings about a substantial saving in computer time.
๐ SIMILAR VOLUMES
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In this paper, a six-node triangular C 0 plate bending element is developed by the assumed natural strain method. In the element, all the sampled natural transverse shear strains are chosen such that the latter has a favourable constraint index and the strains are optimized with respect to a linear